In this paper, an upper bound solution model For asymmetrical rolling and the relationships between its parameters are presented.
本文提出了非对称轧制过程的全粘着三角形上限解模型，并建立了模型参数关系。
With the help of MATLAB programming calculation, we obtained the upper-bound solution of passive earth pressure of retaining wall.
通过MATLAB编制简单程计算，得出挡土墙被动土压力上限解。
The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
The results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明，推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
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